mirror of
https://github.com/JuliaFEM/JuliaFEM.jl.git
synced 2026-09-17 17:22:10 +00:00
Jukka Aho
f275ce3767
* new mortar segmentation tests which are failing * test_problems_mortar_3d.jl: first test (Tet4) pass * solvers.jl: diagonal of A is now properly filled, if that option is used. Another option is to remove zero rows from matrix system, which is on by default * problems_mortar.jl: added new function diagnose_interface to calculate quantities from interface hopefully revealing bugs in calculation * problems_mortar_3d.jl: added docstring for check_orientation! and removed flooding debug messages not helping to debug anything * solvers.jl: Another way to solve Ax = b * Refactored code to make implementation of Tri6 assemble! easier * Patch test with linear Tet4 elements and quadratic Tet10 elements pass When using quadratic elements, in polygon clipping algorithm element is divided to linear sub-elements as proposed in [Puso2008]. Interpolation of Lagrange multiplier space is done using quadratic shape functions. References ---------- [Puso2008] Puso, Michael A., T. A. Laursen, and Jerome Solberg. "A segment-to-segment mortar contact method for quadratic elements and large deformations." Computer Methods in Applied Mechanics and Engineering 197.6 (2008): 555-566. * increased coverage by adding diagnose_interface * test using dual basis, failing for unknown reason * Fixed dual basis construction for Mortar/Tet4 The coefficient matrix Ae for one particular slave element e is the result performing numerical integration on *all* integration cells associated with this element [Popp2013]. Ae cannot be calculated "cell-wise" like it was done before. Now patch test will pass also using `interface.properties.dual_basis = true` option. Partially integrated slave elements are supported as well. References ---------- [Popp2013] Popp, Alexander, et al. "Improved robustness and consistency of 3D contact algorithms based on a dual mortar approach." Computer Methods in Applied Mechanics and Engineering 264 (2013): 67-80. * Minor modifications to preprocess.jl - removed two functions which are unimplemented (but maybe planned in future) - added function create_node_set_from_element_set!, which can be used, like name suggests, to create a node set from nodes belonging to some set of elements. * solvers.jl: now prints a list of overconstrained nodes which can be easily copy-pasted to problem.assembly.removed_dofs list to solver overconstrained situation manually * Increase code coverage Added a new test which tests dual basis 3d mortar + adjust option when using Tet4 in elasticity problem. * Tet10 + Dual basis still failing, others are working * mortar 3d low level tests * linear surface element projection tests pass * Introduced basis transform constant alpha Tet10 + dual basis patch test still failing, but single element low level routine tests gives expected results with alpha=0.2 * added new integration rule FPG12 for triangular elements * added drop_tolerance option to remove very small values from constraint matrices * Introduced a basis transform matrix T Constructing bi-orthogonal basis for quadratic surfaces is ill-conditioned. By doing a basis transform N' = N*T for slave side displacement vector it's possible to construct a bi-orthogonal basis in a same way than with linear elements. Setting alpha=0.2 ensures that quadratic basis functions are strictly positive in practical cases. * fix 3d clipping test routine, accepts only 3d vertices * dropped number of integration poitns from 12 to 7 in quadratic mortar surfaces intrestingly gives more accurate results, maybe something numerical error in FPG12 integration rule..? * added two displacement patch tests + output writing for all cases * %s/Int64/Int/g * Changed test data location * Fine tuning of logging levels
589 lines
23 KiB
Plaintext
589 lines
23 KiB
Plaintext
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|
|
829, 473, 475, 508, 511
|
|
830, 473, 475, 474, 508
|
|
831, 460, 470, 466, 550
|
|
832, 456, 466, 463, 546
|
|
833, 456, 466, 546, 598
|
|
**
|
|
**ELSET COUNT = 18
|
|
*SURFACE,TYPE=ELEMENT,NAME=LOWER_TO_UPPER
|
|
799,S1
|
|
798,S1
|
|
764,S2
|
|
814,S2
|
|
747,S2
|
|
828,S2
|
|
819,S2
|
|
822,S2
|
|
777,S3
|
|
746,S4
|
|
757,S4
|
|
760,S4
|
|
780,S4
|
|
783,S4
|
|
817,S4
|
|
758,S4
|
|
774,S4
|
|
830,S4
|
|
**
|
|
**ELSET COUNT = 18
|
|
*SURFACE,TYPE=ELEMENT,NAME=LOWER_BOTTOM
|
|
806,S1
|
|
807,S1
|
|
831,S2
|
|
779,S2
|
|
785,S2
|
|
778,S2
|
|
753,S3
|
|
762,S3
|
|
744,S3
|
|
745,S3
|
|
809,S3
|
|
761,S3
|
|
820,S3
|
|
816,S3
|
|
756,S4
|
|
759,S4
|
|
772,S4
|
|
763,S4
|
|
**
|
|
**ELSET COUNT = 12
|
|
*SURFACE,TYPE=ELEMENT,NAME=LOWER_SYM13
|
|
831,S1
|
|
742,S1
|
|
832,S1
|
|
746,S1
|
|
785,S1
|
|
743,S1
|
|
748,S1
|
|
760,S1
|
|
762,S1
|
|
752,S1
|
|
755,S1
|
|
767,S1
|
|
**
|
|
**ELSET COUNT = 12
|
|
*SURFACE,TYPE=ELEMENT,NAME=LOWER_SYM23
|
|
749,S1
|
|
756,S1
|
|
790,S1
|
|
750,S1
|
|
747,S1
|
|
759,S1
|
|
831,S3
|
|
832,S3
|
|
781,S3
|
|
765,S3
|
|
824,S3
|
|
771,S3
|
|
**
|
|
**ELSET COUNT = 32
|
|
*SURFACE,TYPE=ELEMENT,NAME=UPPER_TOP
|
|
678,S1
|
|
689,S1
|
|
642,S1
|
|
641,S1
|
|
615,S1
|
|
616,S1
|
|
622,S1
|
|
623,S1
|
|
603,S1
|
|
721,S1
|
|
571,S1
|
|
572,S1
|
|
574,S1
|
|
729,S1
|
|
714,S1
|
|
715,S1
|
|
580,S1
|
|
581,S1
|
|
704,S2
|
|
694,S2
|
|
661,S2
|
|
681,S2
|
|
686,S2
|
|
703,S3
|
|
662,S3
|
|
668,S3
|
|
656,S4
|
|
690,S4
|
|
697,S4
|
|
705,S4
|
|
666,S4
|
|
699,S4
|
|
**
|
|
**ELSET COUNT = 32
|
|
*SURFACE,TYPE=ELEMENT,NAME=UPPER_TO_LOWER
|
|
647,S1
|
|
648,S1
|
|
612,S1
|
|
611,S1
|
|
696,S1
|
|
649,S1
|
|
650,S1
|
|
726,S1
|
|
723,S1
|
|
737,S1
|
|
736,S1
|
|
724,S1
|
|
725,S1
|
|
595,S1
|
|
594,S1
|
|
708,S2
|
|
657,S2
|
|
701,S2
|
|
578,S2
|
|
685,S2
|
|
692,S2
|
|
707,S3
|
|
659,S3
|
|
664,S3
|
|
674,S3
|
|
683,S4
|
|
710,S4
|
|
576,S4
|
|
638,S4
|
|
670,S4
|
|
700,S4
|
|
712,S4
|
|
**
|
|
**ELSET COUNT = 16
|
|
*SURFACE,TYPE=ELEMENT,NAME=UPPER_SYM13
|
|
653,S1
|
|
652,S1
|
|
654,S1
|
|
655,S1
|
|
621,S1
|
|
620,S1
|
|
619,S1
|
|
618,S1
|
|
709,S2
|
|
711,S2
|
|
683,S3
|
|
665,S3
|
|
678,S3
|
|
696,S4
|
|
706,S4
|
|
704,S4
|
|
**
|
|
**ELSET COUNT = 16
|
|
*SURFACE,TYPE=ELEMENT,NAME=UPPER_SYM23
|
|
683,S1
|
|
687,S1
|
|
665,S1
|
|
693,S1
|
|
710,S1
|
|
688,S1
|
|
691,S1
|
|
694,S1
|
|
576,S1
|
|
740,S1
|
|
741,S1
|
|
570,S1
|
|
638,S1
|
|
671,S1
|
|
667,S3
|
|
684,S3
|
|
**
|
|
**Property Definitions
|
|
**
|
|
*SOLID SECTION, ELSET=UPPER, MATERIAL=Def_Material
|
|
*SOLID SECTION, ELSET=LOWER, MATERIAL=Def_Material
|
|
**
|
|
**Material Definitions
|
|
**
|
|
**Material:Def_Material
|
|
*MATERIAL,NAME=Def_Material
|
|
*ELASTIC,TYPE=ISO
|
|
2.08000e+005,3.00000e-001
|
|
*DENSITY
|
|
7.80000e-009,
|
|
*SPECIFIC HEAT
|
|
5.00000e-001
|
|
*CONDUCTIVITY
|
|
4.98100e-002
|
|
** |